Front
Matter, Preface, Table of Contents
|
Volume 1
|
Chapter
1. Fracture Energy, Strain Softening, and Fracture Toughness
|
1-1-1
|
A
Comparative Study of GF Test Results
|
D.R. Brokenshire and B.I.G. Barr
|
| 1-1-2 |
Determination of
Tension Softening Diagrams of Various Kinds of Concrete by Means
of Numerical Analysis
|
Y. Uchida, N. Kurihara, K. Rokugo and W. Koyanagi
|
| 1-1-3 |
Fracture Energy
of Normal Strength Concrete, High Strength Concrete and Ultra High
Strength Ductile Steel Fiber Reinforced Concrete
|
J.P. Ulfkjaer and R. Brincker
|
| 1-1-4 |
Effect of Model
Fracture Law and Porosity on Tensile Softening of Concrete
|
A. Arslan, E. Schlangen and J.G.M. van Mier
|
| 1-1-5 |
Unified Test
Procedure for Evaluating the Fracture Characteristics of Concrete
|
A.D. Jefferson and B.I.G. Barr
|
| 1-1-6 |
Influence of Notch
Size, Eccentricity and Rotational Stiffness on Fracture Properties
Determined in Tensile Tests
|
F.P. Zhou
|
| 1-1-7 |
The Effect of the
Boundary Conditions on the Cylinder Splitting Strength
|
C. Rocco, G.V. Guinea, J. Planas and M. Elices
|
| 1-1-8 |
Toughness
of Old Plain Concretes
|
M. Berra and A. Castellani
|
| 1-1-9 |
Rupture Modulus and
Fracture Properties of Concrete
|
J. Planas, G.V. Guinea and M. Elices
|
| 1-1-10 |
The Effects of Mix
Variables on Concrete Fracture Mechanics Parameters
|
Y.-C. Kan and S.E. Swartz
|
| 1-1-11 |
Effect of Concrete
Materials on Fracture Performance
|
N.-Q. Feng, X.-H. Ji, Q.-F. and J.-T. Ding
|
| 1-1-12 |
Microstructural
Effects on the Brittleness of High Strength Concretes
|
C. Tasedemir, M.A. Tasedemir, R. Grimm and G. König
|
| 1-1-13 |
Determination of KSIC
and CTODC from Peak Loads and Relationship between
Two-Parameter Fracture Model and Size Effect Model
|
T. Tang, S. Yang, C. Ouyang, W. Libardi and S.P. Shah
|
| 1-1-14 |
Mode I Fracture
Behaviour of Recycled Concrete
|
S. Ishiguro, S.E. Stanzl-Tschegg, E.K. Tschegg and R. Travnicek
|
Chapter
2. Fracture Process Zone
|
1-2-1
|
Simulation and
Observation of the Fracture Process Zone
|
T. Steiger, H. Sadouki and F.H. Wittmann
|
| 1-2-2 |
Studies of the Length of
Concrete Micro Crack Zone
|
N.-Q. Feng, X.-H. Ji, Q.-F. Zhuang and J.-T. Ding
|
| 1-2-3 |
Further Studies of the
Fracture Process Zone Associated with Mixed Mode Dynamic Fracture
of Concrete
|
Z.K. Gou, M. Kosai, A.S. Kobayashi and N.M. Hawkins
|
| 1-2-4 |
Fracture Mechanics
Characteristics at Crack Initiation and Propagation and their
Dependence on Structure of Concrete
|
K. Kolver
|
| 1-2-5 |
Fracture
Parameters for Concrete Based on Poly-linear Approximation
Analysis of Tension Softening Diagram
|
Y. Kitsutaka
|
| 1-2-6 |
A
Method to Evaluate Tension Softening Model for Concrete
|
N. Nomura and H. Mihashi
|
| 1-2-7 |
A Method for
Determining Fracture Properties of Concrete Through a Single Test
|
F.P. Zhou
|
| 1-2-8 |
Application of
Electronic Speckle Pattern Interferometry (ESPI) to Observe the
Fracture Process Zone
|
E. Hack, T. Steiger and H. Sadouki
|
| 1-2-9 |
Use of the
Confocal Microscope to Study Pre-Existing Microcracks and Crack
Growth in Concrete
|
H. Sunderland, A. Tolou, E. Denarié, L. Job and C. Huet
|
Chapter
3. Crack Formation Under Different Conditions
|
1-3-1
|
Transient Fluid
Fracture Interaction
|
V. Slowik, V.E. Saouma and Y.-S. Roh
|
| 1-3-2 |
Tensile Hydraulic
Fracture of Concrete and Rock
|
J.H.M. Visser and J.G.M. van Mier
|
| 1-3-3 |
Influence of Stress
Corrosion on Fracture Energy of Cementitious Materials
|
A. Gerdes and F.H. Wittmann
|
| 1-3-4 |
Tensile
Load-Bearing Behaviour of Concrete after Long-Term Static and
Cyclic Tensile Preloading
|
F. Blaschke and G. Mehlhorn
|
| 1-3-5 |
Influence of the
Long-Term and Repeated Loading on Fracture Mechanics of the
Partially Prestressed Beams
|
C. Magureanu
|
| 1-3-6 |
Interface
Fracture in Cement Based Materials
|
A. Vervuurt and J.G.M. van Mier
|
| 1-3-7 |
Interaction of
Plural Cracks in Concrete During Flexural Failure
|
H. Koide, H. Akita and M. Tomon
|
| 1-3-8 |
Experimental
Measurements of Microfracture in Cement Based Materials
|
E.N. Landis and S.P Shah
|
| 1-3-9 |
Experimental
and Numerical Investigation of Failure of Quasi-Brittle Materials
|
J. Gao, M.L. Wang and H.L. Schreyer
|
| 1-3-10 |
On an Efficient New
Numerical Method for Resolution of the Frictionless Contact
Problems with a Variational Inequality Approach
|
A. Noune, R.M. Courtade and H. Benkhira
|
| 1-3-11 |
Simulations of
Tensile Fracture in Concrete
|
A. Vervuurt, M.R.A. van Vliet, J.G.M. van Mier and E. Schlangen
|
| 1-3-12 |
Interaction of a
Main Crack with Ordered Distributions of Microcracks
|
A. Brencich and A. Carpinteri
|
Chapter
4. Concrete Failure under Compression
|
1-4-1
|
Modelling Compressive
Failure Using Rigid Particle Systems
|
Y.-Q. Liu, H. Hikosaka and J.E. Bolander Jr.
|
| 1-4-2 |
Softening
Behaviour of Concrete under Uniaxial Compression
|
M.R.A. van Vliet and J.G.M van Mier
|
| 1-4-3 |
Experimental
Observations of Concrete Behaviour under Uniaxial Compression
|
Y.-H. Lee, K. Willam and H.-D. Kang
|
| 1-4-4 |
Failure of Concrete
with Oblique Weak Layer
|
H. Wang and X.-Z. Hu
|
| 1-4-5 |
Compressive Strength
Variation of Concrete Specimens Due to Imperfection Sensitivity.
|
K. Ikeda and K. Maruyama
|
| 1-4-6 |
A Compressive
Softening Model for Concrete
|
G. Markeset
|
| 1-4-7 |
Microcracking
in Concrete under Compression: its Gradient Mechanisms and
Reflection in Macro
|
I. Blechman
|
| 1-4-8 |
A Case of
Compression Failure in Concrete Due to Stress Release
|
P. Stroeven
|
Chapter
5. Mixed Mode Fracture
|
1-5-1
|
A Simple Fracture
Mechanics Model for Mixed-Mode Failure in Concrete
|
T. Olofsson, U. Ohlsson and M. Klisinski
|
| 1-5-2 |
Mixed-Mode
Fracture in Concrete: a Non-Local Damage Approach
|
M. di Prisco and J. Mazars
|
| 1-5-3 |
Fracture Behavior of
Concrete to Mixed Loading
|
S.-Y. Peng, N. Shirai and M. Irobe
|
| 1-5-4 |
Influence of Age of
Loading on Mixed Mode Fracture Parameters of Concrete
|
B. Hu, G. Zhao and Y. Song
|
Chapter
6. Scaling Theories and Size Effect
|
1-6-1
|
Scaling Theories
for Quasibrittle Fracture: Recent Advances and New Directions
|
Z.P. Bazant
|
| 1-6-2 |
Size Effect
Mechanisms in Numerical Concrete Fracture
|
J.E. Bolander Jr. and Y. Kobashi
|
| 1-6-3 |
Size Effects in the
Biaxial Tensile-Compressive Behaviour of Concrete: Physical
Mechanisms and Modelling
|
P. Rossi and F.-J. Ulm
|
| 1-6-4 |
A Truncated
Statistical Model for Analyzing the Size-Effect on Tensile
Strength of Concrete Structures
|
A. Carpinteri, G. Ferro and S. Ivernizzi
|
| 1-6-5 |
Crack
Surface Friction and Size Effect in Mode I Propagation for Mortar
and Concrete
|
A. Turatsinze and A. Bascoul
|
| 1-6-6 |
Multifractal
Scaling Law for the Fracture Energy Variation of Concrete
Structures
|
A. Carpinteri and B. Chiaia
|
| 1-6-7 |
A Fractal Study of
the Size Effect of Concrete Fracture Energy
|
N.-Q. Feng, X.-H. Ji, Q.-F. Zhuang and J.-T. Ding
|
| 1-6-8 |
Size Effect and
Stability of Fracture
|
B. Trunk, H. Sadouki and F.H. Wittmann
|
| 1-6-9 |
Numerical Concrete
Applied to Investigative Size Effect and Stability of Crack
Propagation
|
H. Sadouki and F.H. Wittman
|
| 1-6-10 |
Representative Volumes
of Cementitious Materials
|
Y. Xi |
| 1-6-11 |
Size Effect on
Shear Strength in Reinforced Concrete Beams with Shear
Reinforcement
|
N. Shirai, K. Moriizumi and K. Ishii |
| 1-6-12 |
Size Effect on
Strength and Deformability of RC Beams Failing in Flexure
|
H. Adachi, N. Shirai, M. Nakanishi and K. Ogino |
| 1-6-13 |
Size Effect in
Concrete and Reinforced Concrete Structures
|
J. Ozbolt and R. Eligehausen |
| 1-6-14 |
Large-Scale
In-Situ Fracture of Ice
|
J.P. Dempsey, R.M. Adamson and S.V. Mulmule |
| 1-6-15 |
Fracture
Characteristics and Size Effect in Normal and High-Strength
Concrete Beam
|
S.H. Eo, N.M. Hawkins and G.-S. Kwak |
| 1-6-16 |
The Neural
Network-Based Analysis of Size Effect in Concrete Fracture
|
A. Arslan and R. Ince
|
Chapter
7. Rate Effects
|
1-7-1
|
High Strain
Rate Tensile Behaviour of Concrete: Significant Parameters
|
F. Toutlemonde, C. Boulay and P. Rossi
|
1-7-2
|
Effect of
Temperature and Loading Rate on Fracture Behavior of Concrete
Subjected to Uniaxial Tension
|
V. Mechtcherine, H. Garrecht and H.K. Hilsdorf
|
1-7-3
|
Dynamic Crack
Propagation in PMMA
|
R. Jelinek, H.A. Dieterman and L.J. Sluys
|
Chapter
8. Fibre Reinforced Concrete
|
1-8-1
|
A Study on
Approximation Method of Tension Softening Curve of Steel Fiber
Reinforced Concrete
|
S. Matsuo, S. Matsuoka, A. Masuda and H. Yanagi
|
| 1-8-2 |
What is
Interpreted from Fractured Surfaces in Concrete?
|
H. Mihashi, N. Nomura, H. Nakamura and T. Umeoka
|
| 1-8-3 |
Characterization
of the Toughness of Fiber Reinforced Concrete Using the Load-CMOD
Response
|
V.S. Gopalaratnam, R. Gettu, S. Carmona and D. Jamet
|
| 1-8-4 |
An R-Curve Approach
for PUll-Out Fibres From a Matrix
|
C. Ouyang, A. Pacios and S.P. Shah
|
| 1-8-5 |
Fracture of
Fibre-Reinforced Concrete Beams with Low Fibre Content
|
J.L. Vitek and P. Vitek
|
| 1-8-6 |
Effects of Fiber on
Fracture Properties of Light Weight Concrete made with Fly-Ash
Pelletized Aggregates
|
T.-P. Chang, C.-Y. Lin, C.-L. Hwang and M.M. Shieh
|
| 1-8-7 |
On Crack
Propagation and Failure Modes in Fiber-Reinforced Concrete Slabs
|
R. Felicetti, P.G. Gambarova and N. Zanini
|
Volume 2
|
Chapter
9. Numerical Models
|
2-9-1
|
Fictitious
Crack Models: A Classification Aproach
|
S. Weihe and B. Kröplin
|
| 2-9-2 |
New
Developments in Microplane and Multicrack Models for Concrete
|
I. Carol and Z.P. Bazant
|
| 2-9-3 |
Enhanced
Microplane Concrete Model
|
T. Hasegawa
|
| 2-9-4 |
Gradient-Enhanced
Smeared Crack Models for Finite Element Analysis of Plain and
Reinforced Concrete
|
J. Pamin and R. de Borst
|
| 2-9-5 |
Holonomic and
Nonholonomic Simulations of Quasi-Brittle Fracture: a Comparative
Study of Mathematical Programming Approaches
|
G. Bolzon, G. Maier and F. Tin-Loi
|
| 2-9-6 |
Embedded Cohesive
Crack Models Based on Regularized Discontinuous Displacements
|
R. Larsson, K. Runesson and M. Akesson
|
| 2-9-7 |
Computational
Aspects of Fracture Simulations with Lattice Models
|
E. Schlangen
|
| 2-9-8 |
A Finite Element
Approach to 3D Crack Growth in Brittle Solids
|
G. Baker and C.A. Grummitt
|
| 2-9-9 |
An Adaptive Mesh
Strategy Based on the Ale Formation to Transient Finite Element
Analysis of Localisation
|
L. Bodé, G. Pijaudier-Cabot and A. Huerta
|
| 2-9-10 |
Particle Model
for Fracture and Statistical Micro-Macro Correlation of Material
Constants
|
M. Jirasek and Z.P. Bazant
|
| 2-9-11 |
2D and
3D-Modelling of Concrete as an Assemblage of Spheres Reevaluation
of the Failure Criterion
|
W.J. Beranek and G.J. Hobbelman
|
Chapter
10. Damage Models
|
2-10-1
|
Damage in
Discrete and Continuum Models
|
G. Pijaudier-Cabot, A. Delaplace and S. Roux
|
| 2-10-2 |
A Thermo-Mechanical
Damage Model for Concrete at Elevated Temperatures
|
G. Baker and R. de Borst
|
| 2-10-3 |
Some
Considerations on Explicit Damage Models Including Crack Closure
Effects and Anisotropic Behaviour
|
A. Rouquand and C. Pontiroli
|
| 2-10-4 |
Gradient Damage
and Reliability: Instability as Limit State Function
|
J. Carmeliet and R. de Borst
|
| 2-10-5 |
Additive
Volumetric-Deviatoric Split of Finite Strain Tensor and its
Implication for Cracking Models
|
Z.P. Bazant
|
| 2-10-6 |
Damage
Evolution Laws for Concrete - a Comparative Study
|
M. Polanco-Loria and S.I. Sørensen
|
| 2-10-7 |
A Damage Mechanics
Model for Concrete Subjected to Compression
|
S. Akyüz and M.A. Tasdemir
|
| 2-10-8 |
Failure
Analysis of Pre-Damaged Concrete Structural Components
|
L. Bodé, J.L. Tailhan, G. Pijaudier-Cabit and Ch. La Bordierie
|
2-10-9
|
Poro-Fracture
Analysis of Concrete Using a Damage Mechanics Models |
S.S. Bhattacharjee, F. Ghrib, R. Tinawi and P. Léger
|
Chapter
11. Fundamental Considerations
|
2-11-1
|
Localization and
Mesh Sensitivity in Gradient Dependent Softening Plasticity
|
F. Meftah, J.M. Reynouard and O. Merabet
|
2-11-2
|
Strain
Localization as Bifurcation Behaviour of Elasto-Plastic Softening
Materials
|
H. Yoshikawa, R. Nagano and K. Willam
|
2-11-3
|
A Continuum
Thermodynamics Approach for Studying Microstructural Effects on
the Non-Linear Fracture Behaviour of Concrete Seen as a
Multicracked Granular Composite Material
|
C. Huet
|
| Chapter
12: Applications - 12.1 Reinforced Concrete and Concrete
Structures |
2-12-1
|
Approximate
Fracture Mechanical Approach to the Prediction of Ultimate Shear
Strength of RC Beams
|
B.L. Karihaloo
|
| 2-12-2 |
Hardening-Softening
Behaviour and Minimum Reinforcement of RC Beams
|
K. Rokugo, N. Kurihara, T. Ito, Y. Uchida and W. Koyanagi
|
| 2-12-3 |
Crack Spacing in
Reinforced Elements
|
L.J Sluys and M.A. Brioschi
|
| 2-12-4 |
Restrained Shrinkage
- Its Impact on the Response of Reinforced Concrete Members
|
T.S. Ahn and V.S. Gopalaratnam
|
| 2-12-5 |
F.E. Analysis of
SFRCT T-Girders Submitted to Shear: A Comparison with Experiment
|
P. Casanova, P. Rossi and A. Elouard
|
| 2-12-6 |
Fracture of
Lightly Reinforced Concrete Beams: Theory and Experiments
|
J. Planas, G. Ruiz, M. Elices
|
| 2-12-7 |
Applications of
Linear Elastic Fracture Mechanics to Reinforced and Prestressed
Concrete Structures
|
L. Goffi
|
| 2-12-8 |
Dynamic
Analysis of Reinforced Concrete Slabs: Comparison of Simplified
Methods
|
F. Toutlemonde and P. Rossi
|
| 2-12-9 |
Reinforced Normal
and High Strength Concrete Columns - Fracture Mechanics and
Experiments
|
C. Claeson and K. Gyltoft
|
| 2-12-10 |
Shock Wave
Loading on Reinforced Concrete Plates: Experimental Results and
Comparisons with Explicit Damage Model Predictions
|
C. Pontiroli, A. Rouquand and E. Canton
|
| 2-12-11 |
Simulation of
Punching Failure: Failure Mechanism and Size-Effect
|
Ph. Menétrey
|
| 2-12-12 |
Fracture
of Concrete - A New Approach to Predict Crack Propagation
|
T. Corelius Hansen
|
| 2-12-13 |
Adaptive Mesh
Refinement Procedure of Finite Element Method for Fracture
Mechanics
|
L. Liang and Y.M. Lin
|
| 2-12-14 |
Fictitious
Crack Modelling of Kiln Furniture Ceramics
|
M.A.J. van Gils, L.J.M.G.Dortmans and G. With
|
| 2-12-15 |
A Strategy for
Analyzing the Mechanical Behaviour of Concrete Structures under
Various Loadings: the LCPC Experience
|
P. Rossi and F.-J. Ulm
|
| 2-12-16 |
Discrete Crack
Modeling in Concrete Structures
|
J. Cervenka and V.E. Saouma
|
| 2-12-17 |
Similarity
Laws for Concrete Structures under Dynamic Loading
|
J. Mazars, J.F. Dubé and S. Ghavamian
|
| 2-12-18 |
Crack
Propagation in Concrete Specimens Subjected to Sustained Loads
|
A. Carpinteri, S. Valente, F.P. Zhou, G. Ferrara and G. Melchiorri
|
| 2-12-19 |
Interfacial Fracture
Toughness of Concrete Repair Materials
|
V.C. Li, Y.M. Lim and D.J. Foremsky
|
| 2-12-20 |
Application of
Fracture Mechanics to Design of SFRC Tunnel Linings and
Development of Strain-Hardening Cementitious Composites
|
H. Horii, P. Nanakorn and P. Kabele
|
| 2-12-21 |
Strength of a
Concrete Element under the Action of Concentrated Tensile or Shear
Force
|
V.I. Yagust and D.Z. Yankelevsky
|
| 2-12-22 |
Simulation of 3-D
Concrete-Frame Collapses Due to Dynamic Loading
|
M. Hakuno
|
| 2-12-23 |
Linear or
Nonlinear Fracture Mechanics of Concrete
|
G.A. Plizzari and V.E. Saouma
|
| 2-12-24 |
Mesh Sensitivity
Effects in Smeared Finite Element Analysis of Concrete Fracture
|
V. Cervenka, R. Pukl, J. Ozbold and R. Eligehausen
|
| 2-12-25 |
Seismic
Localization of Softening Cracking Damage in Concrete Frames
|
Z.P. Bazant and M. Jirasek
|
| 2-12-26 |
Application of
Non-Linear Fracture Mechanics to the Seismic Assessment of
Concrete Gravity Dams
|
M. Galli, G. Feltrin and H. Bachmann
|
12.2
Hygral and Thermal Gradients and Crack Formations
|
2-12-27
|
Crack Formation
under Hygral or Thermal Gradients
|
A.M. Alvaredo
|
| 2-12-28 |
Modelling of Early
Age Concrete Cracking Due to Thermo-Chemo-Mechanical Couplings
|
F.-J. Ulm, A. Elouard and P. Rossi
|
| 2-12-29 |
Bonded High
Strength Concrete Overlays Exposed to Autogenous and Drying
Shrinkage
|
T. Kanstad
|
| 2-12-30 |
Experimental
and Numerical Study of Drying-Induced Warping of Concrete Slabs
|
A.M. Alvaredo, S. Gallo and F.H. Wittmann
|
| 2-12-31 |
Optimization
of Mortars by Means of Fracture Mechanics
|
G. Martinola and F.H. Wittmann
|
| 2-12-32 |
An Insight in
the Reduction of Drying Shrinkage of Concrete Due to Skin
Micro-Cracking
|
L. Granger and P. Rossi
|
| 2-12-33 |
Water Movement
within Mortar Analyzed as Capillary Flow
|
H. Akita and T. Fujiwara
|
| 2-12-34 |
Evaluation of
Concrete Durability Based on Crack Growth Kinetics Data under
influence of Elevated Temperatures
|
Y. Zaitsev, V. Shevchenko and T. Cherednichenko
|
| 2-12-35 |
Influence
of Drying Induced Damage on the Hygral Diffusion Coefficient
|
F.H. Wittmann
|
12.3
Anchor Bolts
|
2-12-36
|
Anchor Pull-Out
Tests - Influence of Boundary Conditions and Material Properties
|
V. Slowik, A.M. Alvaredo and F.H. Wittmann
|
| 2-12-37 |
Fracture
Behaviour of Normal and High Strength Concrete in Anchor Pull-Out
|
R. Zeitler and J.-D. Wörner
|
| 2-12-38 |
Anchor Bolts in
Concrete Structures - Finite Element Calculations Based on
Inner Softening Bands
|
U. Ohlsson and T. Olofsson
|
| 2-12-39 |
Fatigue Behaviour
of Anchor Bolts in Concrete
|
E. Cadoni
|
| 2-12-40 |
FEM Analysis of
Tensile Fracture Phenomena in Concrete Structures
|
A. Ali
|
| 2-12-41 |
Splitting of
Concrete Covers - A Fracture Mechanics Approach
|
K. Noghabai
|
| 2-12-42 |
Computer Simulation
of Fasteners in Concrete Under Fire
|
R. Pukl, M. Reick and R. Eligehausen
|
Volume 3
|
| Front
Matter, Preface, Table of Contents |
Workshop
1. Numerical Modelling and Determination of Fracture Mechanics
Parameters
|
3-1-1
|
Numerical
Modelling and Determination of Fracture Mechanics Parameters for
Concrete and Rock: Introduction
|
J.G.M. van Mier
|
3-1-2
|
Numerical Modelling
and Determination of Fracture Mechanics Parameters. Hillerborg
Type Models
|
M. Elices and J. Planas
|
| 3-1-3 |
On Fracture
Mechanics in General and Discrete Cracks in Particular
|
V.E. Saouma
|
| 3-1-4 |
Softening, Damage
and Higher-Order Continua
|
R. de Borst
|
| 3-1-5 |
Numerical
Modelling and Determination of Fracture Mechanics Parameters for
Concrete and Rock: Probabilistic Aspects
|
J. Carmeliet
|
| 3-1-6 |
The Need for Standard
Test Models
|
B.I.G. Barr and S.E. Swartz
|
| 3-1-7 |
Numerical
Modelling and Determination of Fracture Mechanics Parameters:
Workshop Summary Report
|
E. Schlangen
|
Workshop
2. Fracture Mechanics and Design of Concrete Structures
|
3-2-1
|
Approximate
Analytical Fracture Mechanics Approach to the Design of Concrete
Structures
|
A. Carpinteri and R. Massabó
|
| 3-2-2 |
Applications of
Fracture Mechanics to Anchors and Bond
|
L. Elfgren, K. Noghabai, U. Ohlsson and Th. Olofsson
|
| 3-2-3 |
Fracture Mechanics in the Design
of Concrete Pipes
|
P.J. Gustafsson and O. Dahlblom
|
| 3-2-4 |
Using Fracture
Mechanics Concepts to Predict the Shear Strength of Concrete
Structures
|
S. Kono, N.M. Hawkins and A.S. Kobayashi
|
| 3-2-5 |
Application of
Computational Fracture Mechanics to Repair of Large Concrete
Structures
|
A. Ingraffea, B. Carter and P. Wawrzynek
|
| 3-2-6 |
Application
of Fracture Mechanics to High Strength and Offshore Concrete
Structures
|
M. Modéer
|
| 3-2-7 |
Fracture
Mechanics and Design of Concrete Structures - Workshop Summary
Report
|
B.L. Karihaloo
|
Workshop
3. Size Effects: Theoretical Concepts, Experimental Verifications,
and Implications in Structural Design
|
| 3-3-1 |
Size Effect Aspects
of Measurement of Fracture Characteristics of Quasibrittle
Material
|
Z.P. Bazant
|
| 3-3-2 |
A Multifractal Approach to the
Strength and Toughness Scaling of Concrete Structures
|
A. Carpinteri and B. Chiaia
|
| 3-3-3 |
Intrinsic Material
Law for Predicting Size Effect in Concrete Structures
|
H. Mihashi and N. Nomura
|
| 3-3-4 |
Size Effects in
Cracking of Concrete: Physical Explanations and Design
Consequences
|
P. Rossi
|
| 3-3-5 |
Size Effect on
Strength and Deformation of RC Beams Failing in Flexure
|
H. Adachi, N. Shirai, M. Nakanishi and K. Ogino |
| 3-3-6 |
Size Effects:
Theoretical Concepts, Experimental Verifications, and Implications
in Structural Design - Conclusive Remarks
|
F.-J. Ulm
|
Workshop
4. Experimental Methods
|
3-4-1
|
Strain Softening of
Concrete in Compression
|
S.P. Shah, S. Choi and D.C. Jansen
|
| 3-4-2 |
Effect of
Confinement on the Fracture Behavior of Concrete under Compression
|
K.M. Nemati and P.J.M. Monteiro
|
| 3-4-3 |
An Experimental
Study of the Microstructural Mechanism Influencing Crack Closure
Stresses in a Fine-Sand Mortar
|
R. Dasgupta, J.C. Hay, J. McConell, K.W White and C. Vipulanandan
|
| 3-4-4 |
Uniaxial Tension
|
H.W. Reinhardt
|
Workshop
5. Smeared Versus Discrete Failure Analysis with Application to
Pull-Out Problems
|
3-5-1
|
Discrete Versus
Smeared Crack Analysis
|
K. Willam and I. Carol
|
| 3-5-2 |
Fastening
Elements in Concrete Structures
|
R. Eligehausen and J. Oûbolt
|
| 3-5-3 |
Pull-Out Failure
Mechanisms in Concrete
|
D.V. Phillips, D.R. Green, B.S. Zhang, C.J. Pearce and N. Bicanic
|
| 3-5-4 |
Application of
the Finite Element Method to Anchoring Technology in Concrete
|
J. Nienstedt and Ch. Dietrich
|
| 3-5-5 |
Bridges Between
Damage and Fracture Mechanics
|
J. Mazars and G. Pijaudier-Cabot
|
| 3-5-6 |
Discrete
Crack Analysis of Anchor Bolt Pull-Out
|
J. Cervenka and V.E. Saouma
|
| 3-5-7 |
Smeared Versus
Discrete Failure Analysis with Application to Pull-Out Problems -
Concluding Remarks
|
J. Ozbolt and R. Pukl
|
Author
Index
|
